HomeMy WebLinkAboutR-416502w
J
ON
O
LO
L0
J
J
N
Iz
N
N
N
rn
LO
i
0
a
Ln
0
0
Ill CD
i
Z
LqIff n
4
DEMO
AND
TESC
PLAN
T.E.S.C. CONSTRUCTION SEQUENCE
N
1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY
FOR OFFICIAL.
\ Oy \ \ 2. FLAG ALL CLEARING AND GRADING LIMITS FOR PHASE OF PROJECT AS
\ k, \ ` \ �`\ SHOWN ON THE PLANS.
` BOSAIR LLC
�' 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE
0 / \ ' NUMBER OF CERTIFIED EROSION AND SEDIMENTATION CONTROL
'0 �s \ SUPERVISOR.
SS SS SS t \ NE1/4, OF THE NE1/4 OF SEC. 18, 4. INSTALL CATCH BASIN PROTECTION ON ALL EXISTING STRUCTURES
qF / _ \\ TWP 23 N., RGE 5 EAST, W. M. WITHIN VICINITY OF PROJECT SITE.
INSTALL TEMPORARY
so_ 29. CITY OF RENTON KING COUNTY WASHINGTON 5 PROJECT AS SHOWN ONTER THEFABRIC PLANSFENCE ALONG PERIMETER OF
/ \ 6. PROTECT ALL THE PROPERTIES ADJACENT TO THE PROJECT FROM
o S �`\ RECORD DRAWING PLANNING CONDITION #k1: SEDIMENT DEPOSITION.
<O \` \ y \\ \\ THE CIVIL CONSTRUCTION PERMIT SHALL NOT BE 7. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT.
O \ \ 8. COORDINATE WITH UTILITY COMPANIES FOR REMOVAL AND
71�0NF \ �\\ \ �\ \ \\ ISSUED UNTIL THE SHORELINE PERMIT AND SITE REPLACEMENT OF UTILITIES TO BE ABANDONED OR REPLACE.
\ PLAN REVIEW IS APPROVED (LUA20-000161).
2856 CB-1 9. WHERE EVER CONSTRUCTION VEHICLE ACCESS ROUTE CROSSES PAVED
/ 0•• \ ROAD, CARE MUST BE MADE TO MINIMIZE THE TRANSPORTATION OF
'°'38
•.. c \ 0 10 20 40, : ;r :"• :• \ \ \ RIM=27.89 SEDIMENT (MUD) ONTO THE PAVED ROADS. IF SEDIMENT IS
IE=26.58 (6" SE)
\F�`'':.:' . i' • \ TRANSPORTED ONTO THE PAVED ROAD SURFACE, THE ROAD SHALL BE
/ lk�\��-//' :, •,: ,; �' ;i ..�. •..•:. \ \ \ \ \\ IE=26.46 (8" NW) CLEANED THOROUGHLY AT THE END OF EACH DAY.
:
EXISTING �. 29.
I /r.10. DURING EXCAVATION, SOILS ARE TO BE STOCKPILED AND TESTING IN SCALE. 'I -20
BUILDI G fit' �� ( \ \ \%, ACCORDANCE WITH ENVIRONMENTAL ENGINEER AND DOE REQUIREMENTS.
Ilk �' `Q� \ I •� ..`.: `\\ �o \ \ \ F 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY
01<` STANDARDS.
/ / o� $ • \ o \U \ V �F� \ \ 12. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL
BOLLARD Y •::. \ \ �y F� \\\ p�i�G
(TYPICAL) 3121 \'�30� \ G\` ` MEASURES OR INSTALL NEW MEASURE SO THAT AS SITE CONDITIONS
0 0\986 CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN
ACCORDANCE WITH CITY STANDARDS AND FUNCTIONAL.
30.E 3o.e6 x 3,.2, Y \ \ 13. T.E.S. CONTROL MEASURES SHALL BE INSPECTED AFTER ANY MAJOR
.
0 + x 30'37 \ c \ STORM FOR INTENDED FUNCTION.
/ Y x 30.39 20. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN
0 a \ 29.82 \'SJ P DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET
SEASON WITH STRAW W F H COMPOST, PLASTIC
x oP�F' / '' 0 30.58\\9A'OF SHEETING OR EQUIVALENT.
41 OD FIBER, MULCH, COM OS ,
SIGN x 3069 �>> 21. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES
x 30.49 :.'•.: 52 INCLUDING DUST CONTROL SHALL BE PROVIDED UNTIL ALL RISK OF
/ p \ :' ` •• 29.58\Cl/ `\\ \ �G c A� \\ EROSION/SEDIMENTION HAS PASSED AND PERMANENT STORM DRAINAGE
SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT
/ \ \ ��, \ \ \ LADEN WATER INTO DOWNSTREAM STORM DRAINAGE SYSTEM.
`�� 22. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
/ x ,:• �:� \ `\\ \\ \ 4- \\ \ \\ SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30
o :, \ \ \ 90 \ \ DAYS.
\ x 26 `\\ -9 \\ \ 23. UPON COMPLETION OF THE PROJECT,
/ \ O ALL DISTURBED AREAS MUST BE
CLEANOUT �.,'' ' ; %:• \ o \ ?e \ \\ STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROVED
'. '• •.. \ \ ll%tt 2���. \ �G \ FIRE BY CITY.
UTI ITY :S: \:39 \\ \
V�ULT \ FPSP \ \ \\ HYH4,A\NT
FUEL I ❑ +' :�' ' \ \ \ \ ��
LID / \ \ \ LIMITS OF 100 YEAR FLOOD PLAIN
VAULT \ : DECK \ \\ (CONTAINED WITHIN THE EX. LEVEE)
GAS GAGE & .'�.' / \ ELEC BO \ \c \ \
GAS BLOWOUT \ ON WALL
FUEL LID
M \\
\
GAS VAULT / S \ (4) POWER OWOUT \ \ \ \\
(,1,O
° \ METERS
\ 289 BUILDING
\ (EXISTING) \ \ \ \ \ \ \\ 92
LID _ - \ FF-31.80 \ \
-- \ \ s \\
SSMH-A
\ L -
RIM=29.
CBJH 72
\ "
1------ ° \ ` POWER \ IE=17.57 (24 SE)
a< s�,\`\ POLE \ \\ IE=17.67 (24" NW)
• ° . e ° 287 BUILDING `, � \�` ,c � \ �\ CB-E
\ \\ RIM=29.72
\\ DEMOLMON KEYNOTES:
\ IE=28.22 (6" SE) O EXISTING ASPHALT/CONCRETE TO BE REMOVED
�• " 4:. ° ' ° \ (EXISTING) `. `\ �� \ \
\ \\ \ a n .°, : a :Q \ \ FF 31.80 \ `,\ \\ \ \ \\ O EXISTING WATER MAIN TO BE ABANDONED IN PLACE
\ .. °
\ \ \ \ \ \ SDMH-B
. FOLLOWING THE INSTALLATION OF THE NEW WATER MAIN
RIM=29.78 EXISTING UNDERGROUND POWER TO BE RELOCATED
\ ° • \ �+ EX' \ B a' °. IE=24.43 12" SW O OUT OF BUILDING FOOTPRINT
° \
RIMn
= 1. " a.. \ ;� .° \ \ \ \ \ \ \ =23.18 (24" SE)
% /A \ \ \ \\ ® EXISTING WHEELSTOPS TO BE REMOVED
IE=28.77
" ° • ° °, ad . QO \ \\ \ \ O EXISTING STORM LINE TO BE REMOVED
° •° n C: ° ° °°. d°. \ SIGN \\°"
17 SIGN
° .
° ° g d
EX. CB-M, TYPE 1 S, ° • < • a• ° p N ADDITION' ° \ 5 0 \ \ \
\ RIM=30.78 a ° ° . ° \ \ \ \ \ \
\ \ \ \ \
IE=29.34 (8" SE) ° ° a 1=-31.80°
IE=29.15 (12 f NW) \
4 \ \ \
WELL \ \ \ \
INSTALL SILT FENCE ALONG
EX. FENCELINE ACROSS
\� THE LIMITS OF WORK
POWER ss \
° ---- _ VAULT
W a O
2 d A SIGN \
y
o SOWER CB
FRMR
,!/3�8 EX. CB-K, TYPE 1 10 /-
"\ _ -/ ____ �_ 3 1
WATER MANHOLE r f �31313,.63 " --,_ k""" __--- POWER POLE
RIM=31.16 3� _ \
I, � IE=28.31 (8 S) __"- "" "__"_-" _ ___--"- W/ GUY WIRE \ `��\ �' \
3,.77 R - 416 5 0 2
EX. CB-L, TYPE 1 FIRE HYDRANT & APPROXIMATE
RIM=30.55 WATER VALVE LEASE LINE 1 ° _ _ \ < , IN COMPLIANCE WITH CITY OF RENTON STANDARDS
,
IE=29.60 (8" NW) OCB-F \
INSTALL CATCH BASIN L I RIM=31.41' ��
PROTECTION ON ALL II EXISTING IE=27.53 SW) wCATCH BASINS IN THE FND 4x4 CONC MON BUILDING IE=27.37 �8n
T2" SE) w I ,
WITH 1-3/4" BRASS I II
VICINITY OF CONSTRUCTION DISC W/PNCH CB-G I IE=27.35 112" NE) I c
PER CITY STD. E-03 MP.)/ RIM=31.03' w
IE=27.35 (8" NE) W SIGN
Ba rg h a u se n �N K W 8,444f / IE=27.60 (8" SW) 0y,.
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222 barghausen.com
SURVEYED:BCE
SCALE:
1 "=20'
VERTICAL AD 1 1988
83/1
HORIZONTAL- NAD 1983/1991
DATUM
CITY 0 F
RENTON
Planning/Building/Public Works Dept.
DESIGNED:
3
RECORD DRAWING
ZTW
9/27/21
2
REVISED SEWER/STORM AT SE CORNER OF BUILDING
ZTW
8/18/21
°�'""` ZTW
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
1
REVISED UTILITIES AT SE CORNER OF BUILDING
ZTW
5/24/21
CHECKED:
ZTW
NO.
REVISION
BY
DATE
AP P R
APPROVED:
DKB
DEMO AND TESC PLAN
FOR
BOSAIR, LLC
289 E PERIMETER ROAD
RENTON, WA 98057
DATE
9/27/21
FIELDBOM
PAGE
SHEET: OF:
C2 7
J
J